Don’t Get Washed Away – The Next Wave of Pile Fastener Innovation Has Arrived

For decades, bolts were used for pile construction to ensure a structurally sound connection. While this works on paper, these types of bolted connections are not user friendly to install in the field. The more difficult the connection is to make, the more likely it won’t be done right.

Many pile connections have stringers or beams on each side of the pile. This means the predrilled hole for the bolt must be properly aligned through all of the parts. It takes considerable strength and the skill and care of a craftsman to do this properly, often from the top of a ladder. Given the large size of many piles, the installer also has to tighten the bolt while blind to the back of the assembly. It can take a few minutes per fastener to get the job done right. These conditions have created a great need in the field for a better approach.

Pile connection

After much design and testing, Simpson Strong-Tie has come out with a new faster and safer solution, the SDWH Timber-Hex HDG screw. The screw has a special point, so no predrilling is required. The installation of this fastener takes a matter of seconds, not minutes. This adds up to hours of saved labor costs.

SDWH Timber-Hex HDG screw

More information about the SDWH Timber-Hex HDG screw can be found in the newly released flier F-F-SDWHHDG14, which is on our website.

Loads for these screws are presented two ways. First, there are individual fastener connection values based on screw length and wood side-plate thickness. Second, loads are given for entire assembly connections. These loads are based on the testing of specific fastener layouts. Our assembly testing used piles with one or two stringers attached to each side of the pile. Here is an example of a load table for stringer-to-square pile connection loads.

Connection Loads

Connection assembly layouts are shown in the F-F-SDWHHDG14 flier for square piles, round piles, piles with continuous stringers and piles with stringers that are spliced at the pile. Here is one example below:

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We are testing additional assemblies as other connections, materials and conditions are identified.

If you have a common condition that you don’t see addressed in the flier, please let us know in the comments below. You can also always call us in the Engineering Department if you have questions.

2 thoughts on “Don’t Get Washed Away – The Next Wave of Pile Fastener Innovation Has Arrived

  1. If the fastener spacing you show in your detail is correct, you need to delete the 8×8 pile from your table or provide a separate detail because the screws are spaced 9″ apart on the near side of the elevation view.

  2. Thanks NITTANYRAY for your attention to detail of the connection assembly shown in the blog post. This however is just one example of the various connection assemblies illustrated in the F-F-SDWHHDG14 flier. Specifically this one is for a 12” pile with a 2×12 stringer. In the flier, you will find a layout for an 8” pile with a smaller spacing provided. Let me know if you have any other questions and thanks again for your comments.

    Aram

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